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PROJECT: Cross Dock <br /> FOR: Tuff Shed Jeffery Beag <br /> ADDRESS: 6501 Rainier Dr., <br /> Everett,WA <br /> SHEET#: 24 <br /> MATERIAL HANDLI rt IN_R RING CALCULATED BY: tchang <br /> EST.1985 DATE: 6/11/2024 <br /> TEL:(909)869-0989 PN: 20240523 5 <br /> 1130 E.CYPRESS ST,COVINA,CA 91724 <br /> SLAB AND SOIL ANALYSIS(LRFD) <br /> Slab/Soil analysis based on Empirical Method-FEMA 460 Appendix D <br /> P.„„ =Gravity Load(see Basic Load Combinations)=5,479 lbs Base Plate <br /> f =7.5 (f0)12=411 psi Width B 8 in. <br /> d,req'd =(PJ(0.1.72•((K,•r,/E0)•104+3.6)•f,))'n=1.746 in. Depth W 8 in. <br /> b =(E.•d,req'd3/(12 (1 -µ2)•k=))"4=12.973 in. <br /> b,req'd = 1.5•b=19 in. Frame <br /> P = 1.72[(ks•r,/E.)•104+3.6]•f,•t2=107,865 lbs Frame depth d 48 in. <br /> P, =4•P=64,719lbs <br /> P x/P =0.08 <br /> SLAB AND SOIL ANALYSIS(ASD) Concrete <br /> Thickness t 6 in. <br /> Pax =MAX(ASD Load Combo 1,ASD Load Combo 2,ASD Load Combo 3) fc 3,000 psi <br /> =3,972 lbs 4> 0.6 <br /> f =7.5•(f0)12=411psi 3 <br /> P = 1.72[(k,•r,/E0)•104+3.6]-f,•t2=107,865 lbs ` 1 <br /> d,req'd =(P� 1.72•OK,•r,/E0)•104+3.6)•f,))12=1.746 in. k= 50 pci <br /> r, 4 in <br /> b =(E.•d,req'd'/(12•(1 -µ2)•k=))"4=12.973 in. E. 3,122,019 psi <br /> b,req'd = 1.5•b=19 in. <br /> P =P./Si=35,9551bs <br /> P„/P =0.11 <br />